首页 | 本学科首页   官方微博 | 高级检索  
     检索      

成都市龙泉驿区钟家山滑坡成因机制、稳定性及治理措施建议
引用本文:申欢华.成都市龙泉驿区钟家山滑坡成因机制、稳定性及治理措施建议[J].地质灾害与环境保护,2005,16(3):311-314.
作者姓名:申欢华
作者单位:四川省冶金地质勘查局六O六大队,四川彭州,611930
摘    要:钟家山滑坡位于成都市龙泉驿区,滑体平均长192m,宽70m,体积87360m^3,处于临界蠕滑或失稳状态,对坡前军营及驻军部队构成严重的威胁。本文根据该滑坡的详细勘查资料,阐明了滑坡的发育特征、形成机制、并对滑坡在各种工况条件下的稳定性进行了分析评价,最后提出了滑坡治理的措施建议。

关 键 词:钟家山  滑坡  发育特征  形成机制  稳定性评价  治理方案
文章编号:1006-4362(2005)03-0311-04
收稿时间:2004-09-09
修稿时间:2004-09-092004-11-02

STABILITY ANALYSIS AND TREATMENT FOR THE ZHONGJIASHAN LANDSLIDE IN LONGQUANYI, CHENGDU
SHEN Huan-hua.STABILITY ANALYSIS AND TREATMENT FOR THE ZHONGJIASHAN LANDSLIDE IN LONGQUANYI, CHENGDU[J].Journal of Geological Hazards and Environment Preservation,2005,16(3):311-314.
Authors:SHEN Huan-hua
Abstract:Zhongjiashan landslide is located in Longquanyi, Chengdu city. It is with the length of 192 m, the width of 70 m, and the volume of 87 360 m^3. It is in critical creeping motion. Based on the investigation of the landslide, the paper explains the characteristic and formation mechanics of the geologic body, and evaluates its stability and suggests the treatment methods.
Keywords:Zhongjiashan  landslide  characteristic  formation mechanics  stability analysis  treatment method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号